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Exhibit 7, Item 14, Table 1
<br /> Summary of Ditch and Channel Design Parameters
<br /> ILi ± Sr i ,
<br /> J i-ji Iiwa Desi! 1;:-,ti. ` i . 0•►� ' • . ;01
<br /> Streeter Pond S•illwa 29.7 8 20.0 1.5 9
<br /> Work Area Pond S.illwa 0.0 8 15 0 1.5 NA
<br /> MEEAa l.uli• P• • MAtzeillil 0.0 50 5.0 2.0 NA
<br /> Rail Loo• Pond S•illwa 0.0 50 7.0 2.0 NA
<br /> Pros.ect Pond S•illwa 3.0 33 12.0 1.5 9
<br /> West Pit Pond S•illwa 0.0 33 20.0 1.5 NA
<br /> Section 16 Pond S•illwa 2.4 33 19.0 2 0 9
<br /> East Ta for Pond S•illwa 3.7 40 20.0 2.0 9
<br /> CI3a r te, R �, " x -, ,'' t j at
<br /> riham --4,' ate> 'ra€ .* ''-',-•::•,, "� ' ' _tier- .,4 .. .- , a �`....?•
<br /> x S e. panne :Des •ns= em•o a / ` .Iow R 4** • ,. �'t, '''' t ' kl t'.: 0-.
<br /> w See Exh. 7, Item 14B textili ----
<br /> -. �r:fes ^K ... ';'o'*
<br /> # ry .xr t r ' 4 n
<br /> Irl �`` � �"��1 ,(s m4 ` f€'�, rx ��� s � .� ''�y �� ���'�-'
<br /> x 1:; r E 03,p'a i r .i7 ,a 3+ 6t ;-,0-7-4:-'1-7-t, ,-. f '"`q o • '.:M.eeS o £ 1 '� °, �#
<br /> forTributas� Ditch'; _ ' -u� '':7-.0:' d id Q x- Slo.e % -z. Widths° .H. V. g-D50;In.-i'='
<br /> All segments designed for 100 r/24 hr storm for sim•lici , although onl Sta. 0 to 10 re•uires 100 r
<br /> Ta for Tributa Ditch, Sta 0+00 to 10+00 190.8 9.5 12 0 3.0 24
<br /> Sta 10+00 to 40+00 96 6 7.7 12.0 3 0 18
<br /> Sta 40+00 to 80+00 84 7 7.1 12.0 3.0 18
<br /> Above Sta 80+00 76.0 10.7 12.0 3.0 18
<br /> y ` 4� my ^� t" {-3 11',;,i,4*-,..
<br /> �: rKI% ' xS
<br /> m ,4,7 '4 ' u7 SorSim • ... x£ � 0,
<br /> 4
<br /> x :III,-
<br /> t q4Pi FowQ a lo. '-'''';44`
<br /> C"1. •t 1 i. :11 .:*7:,;,, -,(956-:-ti'-
<br /> w Section 16 Fill Ditch 1.9 18 0.0 3.0 12
<br /> :��,a`��,W� -= ��':a et4��'-.'sem ''�:� g'N���.�R' �-� ,4,--,:54,-,%, �.,,«, +: ;' �&�'*'� �4. �5��A•#�'�:
<br /> S eeter GulchDitch'&°Bu.,jcsku Draw DI , x 4 t : S O _p
<br /> �` ��� �' o , Side. lop ; �'R�p flap
<br /> n,.3,..;s �;..'�+'it �' TT',G � I-»:z; �� 'H-., -�+n-;� «'+.az �� '14hY'. i' '_ .L'�..
<br /> ... -.. ':. .' , �i' --:. : .�, :`. . .t .,;. Flom►<Q => Slo•-,'Y Width ': �4`.H:1l/;t :D50,=in.
<br /> Streeter Gulch Ditch, 100 Year Desi.n Sta 0+00 to 10+00 11.0 28.3 6.0 2.0 15
<br /> Sta 10+00 to 25+00 218.9 10 9 6.0 2.0 9
<br /> Sta 25+00 to 45+00 13.4 2.0 12.0 3.0 9
<br /> Sta 45+00 to 80+00 214.6 1.9 12 0 3 0 -S
<br /> Sta 80+00 to 92+18 201.2 3.8 15 0 3 0 IMO=
<br /> Sta 92+18 to 111+131 197.1 2.8 15.0 3.0 -5
<br /> Sta 111+131 to 115+92 189.4 2.6 15.0 3.0 =WM
<br /> Sta 115+92 to 187+00 152.94 5.0 15.0 3 0 -5
<br /> Buck Skin Draw Ditch Sta 0+00 to 35+00 45.3 4.0 12.0 3.0 -5
<br /> k >t ti -' wz'. z r gx i i�++ "p -f` ,,� . ,z 1 N filo
<br /> 1. ,1;•t`c p•A 1,-,.�s-•44..- ,- - ',„:tv .lovi'.Q `r?- Slo j-, c ;«. HItea-a. .. � '$• LI :.:
<br /> 1 0 • 1 • . , , i ¢ :4V tz1.50Ar e
<br /> (All -• - -•. •-IR•.• D •- • -• • 100 ' • , ,'P •-IR• I •- HI[:I•i[•allga ':IrFIMAM
<br /> West Pit Fill Ditch, Sta 0 to 2 169.9 17.0 10 0 3.0 21
<br /> West Pit Fill Ditch, Sta 2 to 10 158.2 25 0 10.0 3.0 24
<br /> West Pit Fill Ditch, Sta 10 to 31 108.0 10.0 10.0 3 0 12
<br /> West Pit Coal Road Ditch, Sta 0 to 21 19 2 10.0 10.0 3 0 -e
<br /> East Ta for Pond Ditch, Sta 0 to 30 50.2 3.5 0.0 3.0 -S
<br /> Revision Date:2/13/20
<br /> Revision No. TR-135
<br /> Exh.7-14-6
<br />
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